Reem ryan work samples

Reem Ryan

Wo r k S a m p l e s

19520 Waters Road. # 1408 Germantown, MD 20874 Cell: 571-275-2740 Email: re1986em@gmail.com

Cambria Hotel & Suites - San Juse OSE Hotel 2850 Stevens Creek Blvd.

San Jose, California 95128 Professional Experience

First Floor Plan

Enlarged Lobby Floor Plan

   

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    

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   

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  

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Typical Guestroom Floor Plan 

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     

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    



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  

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Enlarged ADA Guestroom Floor Plan 

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 

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  

 

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    





The Cambria in San Jose project is a hotel with various public spaces and an attached garage located in San Jose, CA. The building is 10-story hotel (up  to a height of 120 feet) with  up to 175  guestrooms. Unique to this project was that the conference rooms and the restaurant were located on the 10th floor instead of the ground floor like many other projects. My role was to assist in developing the sets up to DD in Revit. I worked on the entire set including,   but not limited to, door schedules, interior elevations, guest room layouts, accessory schedules and various detailing efforts. 

 

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 

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

 

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       





 

 

    

    

Cambria Hotel & Suites - Morristown Hotel Market Street & Bank Street Morristown, New Jersey Professional Experience

Proposed Site Plan

First Floor Plan

Ground Floor Plan

Typical Floor Plan

The Cambria in Morrisontown project is a hotel with various public spaces located in Morristown, NJ. The building is on a very tight site with existing buildings on both sides. One building has a shared wall with no shared access while the other building has full access between them. In addition the existing building uses the Cambria for egress to the outside. A requirement of the project was that the aesthetics has to match the existing neighborhood so strict adherance to preset standards was observed. My role on the project was to develop the exterior facade and model the existing conditions including topography. This included exterior elevations and various exterior detailing for the set.

Cane bay

Residential Palmetto Walk Dr, Summerville, SC 29483 Professional Experience

Typical Floor Plan

The Shown Project is part of residential development for The Cane Bay in Summerville, SC. The site consists of ten buildings. Each building is three story high and contains 30 units. My role in this project was to help create the SD and DD set in Revit. This included modeling exterior facades, developing unit layouts, assisting with wall sections and details and modeling several families. In addition, I was charged with making sure that they complied with the relevant codes. As my first project that I was involved in from SD to CD this project taught me about residential unit layouts, detailing and the organization of construction documents.

1 Reem Ryan

The Lofts At Downtown Crown Multifamily Mixed Use Colpey Street, Diamondback Drive Gaithersburg, MD 20878 Professional Experiences

SW706

19' 6"

24' -

" 0 1/2

" 2 1/2

A

23' -

71' -

7" " 6 1/4

07 A-2

1/4" 4' - 2 6" 10' 23' -

6' - 4"

11" 10' -

1

B

1/2"

" 0 3/4

G03

8' - 1 3/8"

26' - 10"

D

8' - 4 5/8"

SF21a

MO 01

SF22a

C102 ENTRY F1

R

SF22a

SF22a

6' - 4"

10' - 11"

171°

SB 62

G03

G03

SF21a

12' - 1" 7' - 1 5/8" 9' - 0" 7' - 0" 5' - 6" 12' - 9 1/2" 23' - 1 5/8" 24' - 10 1/2"

1

10' - 6"

8' - 2 1/2" 6' - 4"

24' - 2 1/2"

MO 01

SF22a

10' 1- 11" A-201 23' - 7"

4 A-502

R

SW7043

R

LOBBY 1

1

P

F1

P

R

2

2 P

F1

SF-21 SB 62

1 A-114(1)

3

CEILING SW7069

SF-20

1

R

SW7069

1 A-513

SB 62

SF-02

12' - 9 1/2"

2

3 P

P

ENTRY

10' - 5"

SW7069

P

C101

17

11' - 5"

24' - 2 1/2"

95' - 1 5/8"

G

H

J

K

L

M

A-204

F

C

Ground Floor Plan

Graphic Scale: 1 inch = 16 feet

0

16'

32'

4

5

48'

64'

M

DATE MHD.010a LDI LDI

9/11/2016 9:59:13 PM MHD010a.RVT

UNIT

STORAGE 3-05 - 3-08

10

C2

CL

STORAGE 3-01 - 3-04

RL

B2

UNIT

205

SP

B2

UNIT

RL

236

68' - 0 3/8"

VENT, SEE MEP DWGS.

10' - 7 7/8"

2' - 3" RCA10 WB 52

3rd Sub Floor 449' - 1 7/8"

UNIT

WB 52

7' - 4"

STAIR 1-B1

RL

17

RL

DX1m2-1

UNIT 233

UNIT

02 A-711(3)

UNIT

202

RL UNIT

DX1

DX1

m2-1

200

1 A1m

33

74' -

ING ILD BU

0"

74' - 0"

74' - 0"

- B2 BUILDING

MPDU

m2-1

204

7

1 A-201

BUILDING - B1

B3 1 A-204

1

Second Floor Plan

07 A-2

Graphic Scale: 1 inch = 16 feet

0

16'

32'

48'

64'

P.T. BLOCKING 1' - 8"

3/8"

SLOPE DN

S.A. FLASHING PARAPET CAP FLASHING

SLOPE DN

FRP CORNICE SECURE FRP CORNICE PER MANUFACTURER SPECS 9 5/8"

PT WOOD BLOCKING FLASHING BARRIER TO ADHERE WRB & ROOF MEMBRANE

WB 72

WB 52

(INT.) 6"

S.A. THROUGH WALL FLASHING W/ S.S. DRIP EDGE EXTEND UP 12' (TYP.) 6" MIN ABOVE MORTAR NET

4 3/4"

SELF ADHARED FLASHING TAPE OVER S.S. FLASHING (TYP.)

DECORATIVE FASTNER HEAD 1" STIFFNER PLATE WELDED TO CHANNEL & PAINTED FLASHING FASTENER THROUGH SELF ADHERING FLASHING TAPE 1" BLOCKING OR WELDED STEEL STANDOFF PLATE STEEL MC-8, PAINTED BUG SCREEN

MORTAR NET FULL LENGTH OF WEEPS ALONG CAVITY

1" GAP MIN. CONTINUOUS PERIMITER SEALANT BETWEEN WINDOW & MEMBRANE @ ROUGH OPENING INTERIOR PERIMETER SEALANT

10' - 7 7/8" 15' - 0"

MO 01

UNIT DX1m2-1 265

231

6

6"

3/4" 1/2"

2"

DRIP EDGE

4"

EXTEND WEATHER RESISTANT BARRIER TO TOP OF PARAPET WALL SLOPE TO DRAIN

HEADER, SEE STRUCT.

1/2"

2"

2' - 0"

UNIT A1m1 263 MPDU

UNIT DX1m2-1 261

DX1m2-1

235

A1m1

MPDU

3/4" 3/4"

2nd FIN FLR 438' - 6"

ELEV 1 - B1

HB

UNIT UNIT

3 A-514

UNIT A1

SSA 03

RL 10

02 A-711(1)

FCA 10 12 A-521

16

ELEC.

NAILING FIN SET IN SEALANT 4 A-521

20 A-521

02 A-701(1)

B2

8"

4"

WEEPS ABOVE HEADER

191' - 3"

1 2 A-711(2)

CANOPY ABOVE

32

STAIR 1 -B3

CANOPY ABOVE

10

E2

STAIR 1 - B2

10

CANOPY ABOVE 10 HB

ELEC. 02 A-701(3)

1

15 UNIT 266

02 A-701(2)

ELEC.

31

MPDU

UNIT C2m1 267 MPDU

237

10

1 C2m

206

14

RL 10

C2

UNIT

10

UNIT

A-203

RL

238

10

RL

STORAGE 1-05 - 1-08 C2

UNIT 268

RL

A-202

C2

UNIT

RL

30

RL

207

10

10

10

1 5/8"

1' - 7 7/8"

10' - 7 7/8"

2"

4th Sub Floor 459' - 9 3/4"

7' - 4" UNIT A1

MPDU

2' - 2" Roof Level - Building 481' - 7 1/2"

SLOPE DN 1/4" = 1'-0"

7' - 4"

WB 52

12 A-521

07.18.16 07.18.16 12.17.2015 11.16.2015 10.16.2015

DESCRIPTION

A-111

SECURE TOP LEADING EDGE W/ MECH. FASTENED TERM. BAR (TYP)

20 A-521

FCA 10

RL

1/2"

ROOF

WB 52

6 A-541

UNIT A1

1 C2m

11' - 1 7/8"

10' - 5 7/8"

DIM. TO TOP OF PLY

9' - 0"

7' - 4"

5th Sub Floor 470' - 5 5/8"

SIM

HB

13 RL

UNIT C2m1 269 MPDU

3/4" 5/8"

20 A-521

FCA 10

FINAL CONSTRUCTION SET MISC REVISIONS MISC COMMENTS MISC COMMENTS CD SET

PROJECT No: DRAWN BY: CHECKED BY: PLOT DATE: FILE NAME:

208

1 A-531

2 1/16"

WB 52

RCA10

UNIT A1

Roof Level - Building 481' - 7 1/2"

NO.

1" MIN.

8"

M

7 2 1

C:\Users\test\Desktop\Reem\Work LDI\MHD010a.rvt

11' - 1 7/8"

UPPER ROOF LEVEL 492' - 9 3/8"

4 A-514

2S

10' - 6 1/2" 6' - 5 1/2" 10' - 4"

35' - 9 1/4" 1' - 7 1/4"

8' - 5 1/4" 8' - 8"

7' - 6 1/2" 4' - 4"4' - 4"

1' - 6 1/2"

11' - 2" 11' - 3 1/2" 13' - 1 1/2" 10' - 2"

96' - 7"

195' - 5"

12' - 8 1/2"

1

A-202

13' - 10" 10' - 2" 6' - 7" 8' - 6"

1

R

R

3' - 8 1/4"

SF-21

F1

11' - 7"

SW7069

R

CEILING R SW7043

(LOBBY) 510 DIAMONDBACK DRIVE

SW7069

6' - 4"

MAILROOM R

R

8' - 0" 13 8' - 0"

P

SF22a

R

SW7043

R

SW7043

SW7069

P

W

1' - 6" 3' - 6" 2' - 6" 1

1

12' - 7 3/4"

F1

SW7043 P

C121

CEILING SW7069

39' - 0 3/4"

SLOPE DN

1/8" = 1'-0" 1/8" = 1'-0"

SLOPE DN SLOPE DN

1/8" = 1'-0" 1/8" = 1'-0"

SLOPE DN

5' - 4 1/2" 8' - 0"

17' - 6" SLOPE DN

3' - 6"

1/8" = 1'-0"

8' - 6" 14

15

SF22a

23' - 7"

8' - 6"

5' - 9"

16

W

16' - 9"

17

1/8" = 1'-0"

26' - 0" 18

01 A-711(1)

ELEVATOR CAB

F1

1

GARAGE ENTRY

SW7069

2 A-401

C107 ELEV 1 - B1

WALLCOVERING CEILING R SW7043

?

SW7069

19 1

SW7069

16

UNIT

RL

239

RL

10

A1

3 15

GAITHERSBURG, MD.

PCORNER PAINT AT 1

01 A-701(1)

23

STORAGE 3-09 - 3-12

OS

C2

UNIT 270

10

10

C2

UNIT

A1

UNIT 240

MPDU

210

209

4' - 5"

SWITCH

SLOPE DN

2

SW7069

R

423'-2 1/2"

CEILING SW7069

P P

?

?

2' - 8"

3

R

1/8" = 1'-0"

1 C2m

UNIT

One Preserve Parkway, Suite 750 Rockville, MD 20852 301-978-3610 www.streetscapepartners.com

UNIT

ELEVATOR LOBBY R

SLOPE DN

1/8" = 1'-0"

2

12 A1 UNIT 271 MPDU

RL

HB

10

COURTYARD 2

RL

T1

STAIR 2 - B1

RL

10

14

2 A-721(1)

10

COURTYARD 1

10

22

211

02 A-702(1)

B1

241

242

B1

UNIT

11

RL UNIT 272

RL

RL

C2

UNIT

B1

UNIT

RL 10

STAIR 2 - B3

STREETSCAPE PARTNERS RL

10

10 2 A-721(2)

21

RL

8"

4' - 0"

3' - 4"

R

2

P

P 2

P

MO 01

G03

T2

B1

2 A-721(3)

T3

G04

12

MO 04

SLOPE DN

8' - 6"

17' - 0"

SW7069

F1

2

SLOPE DN

1/8" = 1'-0"

SW7043

1 LOBBY

R 2

3' - 1" 8' - 6"

SLOPE DN

1/8" = 1'-0"

11

244

RL

02 A-702(2)

STAIR 2 - B2

B1

UNIT

10

10

02 A-702(3)

2 A-410

RL

HB

20

213

m1-1

OWNER:

G04

17' - 0" 10

STAIR 1-B1

SB 32

1' - 8"

1

SB 32

SLOPE DN

R

5' - 8"

8

SW7069

6' - 4" 8' - 7 7/8" 15' - 6 5/8" 24' - 2 1/2" 99' - 6"

2' - 2"

8"

SLOPE DN 4.85% SLOPE DN

1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0"

SLOPE DN P

R

(LOBBY) 506 DIAMONDBACK DRIVE 3

10' - 11"

SW7043

SW7043

F1

1/8" = 1'-0"

CO 11 R

R

CEILING

23

7

SLOPE DN

GARAGE W 1 ENTRY

5' - 0"

118

117

6' - 4"

9

1/8" = 1'-0"

CAB

R

RSW7043

8' - 0"

8' - 6" 116

10

F1

MAILROOM

11

12

22

1' - 2"

ELEVATOR

PAINT SWITCH AT CORNER

1

CEILING SW7069

5' - 0"

17' - 9"

1/8" = 1'-0"

SLOPE DN

C118

17' - 0"

21

1 A-711(2)

R

P

SW7043

C122

24

BIKE RM - 1

46

1

13

G03 9

1/8" = 1'-0"

RL

DX1

212

G04

8

SLOPE DN

1/8" = 1'-0"26' - 0"

UNIT

GROUND FLOOR PLAN

G03

10' - 4"

1/8" = 1'-0"

SLOPE DN

1/8" = 1'-0"

SLOPE DN SLOPE DN

1/8" = 1'-0"

17' - 5 1/2"

4' - 4 1/8"

4' - 4 1/8"

MO 01

169°

47

SLOPE DN

RL 6 A-410

10

8"

6"

1' - 8"

SB 62

11' -

8' - 4

SF22a

SF-01

3' - 8"

15' -

3 A-401

SF21a

SF22a

9

W

25 17' - 0"

6

SW7043

SW7043

MO 04

26

45

-1 DX1

215

UNIT

0

G04

6

UNIT

1" MIN. FOR SHRINKAGE

7

108 107

SF22a

SW706

5

74'

UNIT DX1m1-1 273

3/8"

R

F1

E2

R

1

SB 32

44

B

DX1-1

UNIT 274

SEAL & SIGNATURE:

12

G03

1/8" = 1'-0"

8"

©2016 LESSARD DESIGN INC. EXPRESSLY RESERVES ITS COMMON-LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MATTER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY, WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF LESSARD DESIGN INC.

1

ENTRY

27

10

www.Lessarddesign.com

SHEET TITLE:

P

9

SLOPE DN

1' - 8"

9 SW706

C103

28

43

11' -

M

2

HB

DX1-1

243

246

" - 0 1/2

8521 Leesburg Pike | Suite 700 | Vienna, VA 22182 OS P: 571.830.1800 | F: 571.830.1801

L

A-201

OS

UNIT

DX1-1

UNIT 7 A-410

THE LOFTS AT DOWNTOWN CROWN

3

9 SW706

CEILING 9 SW706

421'-10 3/4"

R

106

9

R

F1

P 3

1' - 8"

" 0 1/2 " 8 1/2

37' -

9 SW706

3 P 1

9 SW706

34' -

P 2

29

42

G04

4

1/8" = 1'-0" 41

C108

8"

4"

3

K

73' - 0 1/2"

3/4"

A 11

PROJECT NAME:

3 SW704

SW704

SW706

P 2 P P 2 3

424'-6"

SLOPE DN

30

5

3

SW7043

PE DN SLO " = 1'-0 1/8"

9 SW706

R

LOBBY

R

48

10"

W

3

R

1' - 8"

SW704 9

SW706

31

40

1' - 4" SLOPE DN

20

1' - 8"

CEILING 9 P 1 SW706

(LOBBY) 502 DIAMONDBACK DRIVE

32

39

1/8" = 1'-0"

4

ELEVATOR LOBBY WALLCOVERING F1 CEILING R SW7043

120 109

1' - 2"

C123

R

CEILING 3F1 SW704 R

49

1' - 8"

E GARAG ENTRY

50

52

C109 DN SLOPE 1'-0" 1/8" =

115

114

113

112

" 2 7/8

R

R

SB 62

?

3' - 0"?

4' - 0" 2' - 2"

3' - 11"

01 A-711(3)

8' - 6" 111

3' - 6"

8' - 6"

W

1

421'-10 3/4"

1"

1/2" P

R

OM MAILRO

R

51

P

26' -

7' - 8 3

SB 32

?

4' - 0"

1/8" = 1'-0"

SW7043

2"

SW706

SW704

9

SLOPE DN

DN SLOPE 1'-0" 1/8" =

PE DN SLO " = 1'-0 1/8"

10' -

C111

VERING F1 WALLCO CEILING 3 SW704

9' - 4"

9' - 2 7/8" DN SLOPE 1'-0" 1/8" =

26' - 0"

10"

423'-8"

MO 04

LOBBY

OR ELEVAT

CAB

F1

SLOPE DN

PE DN SLO " = 1'-0 1/8"

124

0"

5.24%

13' -

OR ELEVAT

8"

1/8" = 1'-0"

STAIR 1 - B2

126

01 A-702(1)

7

DN SLOPE 1'-0" 1/8" =

119

120

121

122

G04a

1' - 8"

60' - 0"

4' - 0"

421'-10 3/4" STAIR 1 -B3

1' - 8"

SLOPE DN

1/8" = 1'-0"

(GARAGE) 49 INSLEY PLACE

DN SLOPE 1'-0" 1/8" =

1/2"

38

60' - 1 1/2"

53

01 A-701(2)

125

17' -

0" 0"

3' - 6 123

01 A-701(3)

1' - 0"

1/8" = 1'-0"

-0 110'

J

203' - 3"

33' -

PE DN SLO

0"

127

17' -

0"

MO 01

SLOPE DN TRASH RM #1 1/8" = 1'-0" C115

SLOPE DN

07 A-2 2

10

- 3" 203'

17' -

G03a

1

9"

12' -

0" 17' -

105

8" G03

0"

26' -

104

161

150

149

1/2" 1/2" 4' - 11 4' - 11

16' -

2"

- 11" 203'

10' -

1/2"

6

148

1 A-721(1)

2

09 A-2

-8 113'

10"

128

1' - 5"

1/8" = 1'-0"

SLOPE DN

54

61

AA

3' - 11"

1

09 A-2

13' -

423'-8"

G04

62

DN SLOPE 1'-0" 1/8" =

147

C119

102

G04

0"

146

G04a

1

MO 04

? ?

DN SLOPE 1/8" = 1'-0"

BIKE RM - 2

103

5

17' -

145

129

G03 MO 01

131 130

101

424'-6"

423'-8"

08 A-2 1

5"

PE DN SLO " = 1'-0 1/8"

DN SLOPE 1/8" = 1'-0"

G03

C150

33

H

74' - 0 1/2"

1

144

34

E

C

G

2

CC

A-206

22' -

4

PE DN SLO " = 1'-0 1/8"

100

35

A-204

D

1

" 10 1/8

99

G04

55

F

2' - 0" 9"

1' - 3"

STAIR 2 - B1

63

ARCHITECT:

M 4' - 0"

6' - 0" 6' - 6" 4' - 0"

A-205

13' -

G04

132

G04

MO 01

SLOPE DN

423'-8"

143

0"

36

37

1/8" = 1'-0"

56

60' - 0"

142

133

98

MO 03

G04

57

75

76

16' - 6"

M0 02

65

MO 04

64

DN SLOPE 1'-0" 1/8" =

7/8"

134

60' -

97

60 03

C116

74

77 E DN - 0" SLOP60' 1/8" = 1'-0"

141

C141

01 58A-702(2)

73

78 140

135

96

G04

PE DN SLO " = 1'-0 1/8"

139

136

95

G03

3

137

72

79

L

21' - 6"

2

G04

59

1 A-721(2)

71 80

13' - 4"

A-201

SLOPE DN

MO

TRASH RM-2

DN SLOPE 1'-0" 1/8" =

01 A-702(3)

70 81

DN SLOPE 1/8" = 1'-0"

9' - 8

2

94

G04

82

138

UTILITIES ELECT-RM 1

MO 04

MO 04

STAIR 2 - B2

DN SLOPE 1/8" = 1'-0"

8' - 6"

STAIR 2 - B3

1' - 0"

PE DN SLO " = 1'-0 1/8"

PE DN SLO " = 1'-0 1/8"

7' - 11"

PE DN SLO " = 1'-0 1/8"

C110

13' - 8"

426'-0"

C161

16' - 4"

4.96%

1' - 0"

G04a

B2-MAIN ELECT-RM 426'-0" MO 04

69

PE DN SLO " = 1'-0 1/8"

171°

SLOPE DN

2"

11"

10' -

29' -

PE DN SLO " = 1'-0 1/8"

" 1 1/2

10"

TRASH RM 3 G02a

PE DN SLO " = 1'-0 1/8"

MO 04

C117

9' - 6"

68

83

MO 04

C142

25' - 4" 1 A-410

MO 01

81 °

426'-0"

67 M0 02

K

12' - 6" 5' - 10"

171°

18' -

11' -

" 6 7/8

1

93 1 A-721(3)

MO 03

" 9 1/4

84

91 92

C143 ELECT-RM 3

17' -

MO 03

8"

8"

429'-0"

G01a

C151

66

11 0°

" 4 1/8

87

C113

DOMESTIC WATER SERVICE

88 89 90

0

G04

28' - 1 1/8"

85 86

G04

C114 428'-9 3/4"

MO 01

J

9' - 3"

8' - 1"

s

C162

G04

MO 01

G04

G04

C112

160°

15' - 8 5/8"

6"

G04 G04

10' -

1/2"

12' -

5' - 9"

8' - 3

8' - 4"

6"

12' -

3/4"

6"

6"

6"

8"

8"

11' 3' - 4"

12' -

" 4 1/2

427'-1 1/2"

H

6' - 0 1/2"

21' - 10"

s

-0 110' 12' 12' -

11' -

5 A-410

G

2

51' - 4 1/8" 13' - 9 7/8"

40.5°

07 14 A-3 A-2 2 5

B

8"

A-204

CC

" 7 3/4

3' - 6 1/4"

27' -

" 10 3/4

s

18' -

C

A

F

BB

E D

Enlarged section detail

Enlarged section detail

Roof Level - Building 481' - 7 1/2"

DRIP EDGE BOND BREAK FLASHING

Enlarged section detail

1' - 3"

(GARAGE) 49 INSLEY PLACE

AVG GRADE 424' - 9" 1st Floor 423' - 6"

The Shown Project is part of multifamily mixed use development in Gaithersburg, MD. The site consists of three buildings which will be developed in phases. Phase 1 has a multi-family residential building with a garage on the ground floor that connects the three buildings together. My role in this project was to help create the SD set in Revit and provide early support during DD development. This included working collaboratively with the design team and the construction document team to model exterior facades and unit layouts.

2 Reem Ryan

Making Private Public M Commercial M 1056-1082 Water M St SW Washington, DC 20024 THESIS PROJECT L’Enfant 9 mins

Smithsonian 15 mins

L’Enfant 9 mins

7t h

St S

W

th 10

9t

M

h

SW St

St

SW

Maine Ave

M

SW

h

St SW

St

Waterfront 7 mins 6t

PARCEL PARCEL

1

Maine Ave

PARCEL

1

PARCEL

PARCEL

PARCEL

PARCEL

PARCEL

2

3A

4

5

6

PARCEL

3B

PARCEL PARCEL

7

8

2

PARCEL

PARCEL

PARCEL

PARCEL

3A

4

5

6

PARCEL

7

PARCEL

3B

PARCEL PARCEL

PARCEL

9

11 PARCEL

10

PARCEL

2

3A

Bridge

PARCEL

3B Bridge

Boundary lines Pedestrian paths The end of the site facing Jefferson Memorial From the top to bottom: bus stop, cafe, plaza,tickets, passenger loading, small shops, restaurants, administration tower

M

views accessibility: the highest building is at the end. It serves as a landmark and will be visible from all the surroundings Jefferson memorial

The waterfront of Washington Channel has an underutilized pier (District Pier) that serves over 14 companies of tourist ferries and yachts. The pier is surrounded by residential from one side and an office building and a hotel on the other side.

The new ferry terminal will incorporate and link existing contexts by carefully repurposing a fluid space and redefining the public space. It also will intensify the use of the site by activating it with many changeable programs and connecting a great range of users including tourists, business people and locals. At the same time it will accommodate many possible functions. The result was a site transformed physically, socially and culturally. The Ferry terminal will now be a destination in the city and a new land mark.

3 Reem Ryan

Level 5 42’

A B C D E

F

G H

G H

Level 4 32' - 0"

Level 5 A 42' - 0"

Level 1 0' - 0"

Level 4 32’

Level 3 22’

G Level 2 12’

H

A- Metal cap B- Wood structural decking C- Rigid insulation D- Vapor retarder

E- Wood F- Spandrel G-Glulam beam H-Glulam columns

Level 1 0’

Water -15’

Level 3 22' - 0"

Level 4 32' - 0"

Bedrock

A

E

B

F

Level 3 22' - 0"

M

N

J

Level 2 12' - 0"

G

C

Level 2 12' - 0"

I

O

K

Level 1 0' - 0"

D

L

H

P

Level 1 0' - 0" F B

C

D

H

G

E

A

O I

J

K

L

M

P

N

4